Directorate Of RD PRIS And ULBS Tender

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Directorate Of RD PRIS And ULBS Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 4,89,877 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

2.3

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Pulverised sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick stone aggregate 40mm nominal size well rammed and consolidated and grouted with Pulverised sand including finishing the top smooth.

10.2

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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

20

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :

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1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

4.75

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.65

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

3.63

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Centering and shuttering including strutting, propping etc. and removal of form for

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Foundations, footings, bases of columns, etc. for mass concrete

3.02

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

30.64

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Suspended floors, roofs, landings, balconies and access platform

25.97

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

627.31

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

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40 mm thick with 20 mm nominal size stone aggregate

10.13

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12 mm cement plaster of mix :

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1:4 (1 cement: 4 river sand)

49

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12 mm cement plaster finished with a floating coat of neat cement of mix :

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1:3 (1 cement: 3 river sand)

16.43

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Finishing walls with water proofing cement paint of required shade :

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New work (Two or more coats applied @ 3.84 kg/10 sqm)

36.02

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Supplying and fixing C.I cover with frame

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455x610mm rectangular C.I cover (light duty), total weight of the cover and frame not less than 38kg. (wt. of cover =23kg and weight of frame = 15 kg.)

1

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Providing valleys of 90 cm wide overall in plain aluminium sheet, with nuts & washer etc. i/c marking necessary connection with rain water pipes.

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1.00 mm thick

20

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

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110 mm diameter

8

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

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Coupler

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110 mm

1

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Bend 87.5°

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110 mm bend

4

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Single tee with door

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110x110x110 mm

2

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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

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110 mm

20

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Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.

1

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work

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15 mm nominal dia Pipes

0.3

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25 mm nominal dia Pipes

0.25

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40 mm nominal dia Pipes

4

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Providing and fixing PTMT bib cock of approved quality and colour.

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15mm nominal bore, 86 mm long, weighing not less than 88 gms

1

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

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25 mm nominal bore

1

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

46.35

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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

0.24

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

0.24

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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.

0.49

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Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :

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Thickness above 10 mm up to 25 mm

5

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